CN108517838A - A kind of throwing reason stone concrete facing structure and its construction method - Google Patents
A kind of throwing reason stone concrete facing structure and its construction method Download PDFInfo
- Publication number
- CN108517838A CN108517838A CN201810587141.6A CN201810587141A CN108517838A CN 108517838 A CN108517838 A CN 108517838A CN 201810587141 A CN201810587141 A CN 201810587141A CN 108517838 A CN108517838 A CN 108517838A
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- parting
- rubble
- throwing
- concrete facing
- facing structure
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- 239000004575 stone Substances 0.000 title claims abstract description 63
- 238000010276 construction Methods 0.000 title claims abstract description 14
- 230000010412 perfusion Effects 0.000 claims abstract description 22
- 239000004698 Polyethylene Substances 0.000 claims abstract description 11
- -1 polyethylene Polymers 0.000 claims abstract description 11
- 229920000573 polyethylene Polymers 0.000 claims abstract description 11
- 239000011159 matrix material Substances 0.000 claims abstract description 4
- 230000001629 suppression Effects 0.000 claims description 9
- 239000004744 fabric Substances 0.000 claims description 7
- 239000002131 composite material Substances 0.000 claims description 6
- 239000004746 geotextile Substances 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 239000002985 plastic film Substances 0.000 claims description 3
- 229920006255 plastic film Polymers 0.000 claims description 3
- 230000008901 benefit Effects 0.000 abstract description 3
- 230000006641 stabilisation Effects 0.000 abstract description 3
- 238000011105 stabilization Methods 0.000 abstract description 3
- 239000011449 brick Substances 0.000 abstract description 2
- 239000002356 single layer Substances 0.000 abstract description 2
- 239000002689 soil Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000007596 consolidation process Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 241001282153 Scopelogadus mizolepis Species 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000003749 cleanliness Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000178 monomer Substances 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The present invention relates to a kind of throwing reason stone concrete facing structure and its construction methods, the reason stone concrete facing structure of throwing includes several perfusion units in matrix arrangement, it is equipped with longitudinal parting between the two neighboring laterally perfusion unit, it is equipped with lateral parting between two neighboring longitudinal perfusion unit, the longitudinal direction parting is vertically arranged with lateral parting, and longitudinal parting and filled polyethylene plate in lateral parting；Each perfusion unit includes several small size bulk rubbles, and there are gaps between the adjacent two small sizes bulk rubble, and pea gravel concreten is perfused in the gap.The advantage of the invention is that：Rubble of the present invention is spread in a single layer; due to using the more small dimension block stone of market stock; substantially manually building stones need not be built by laying bricks or stones; labor intensive relatively fills building block stone and reduces significantly; duration is also reduced significantly; and then it is at low cost, and the pavement structure of the structure is more stablized, and the stabilization and safety of corral sea wall can be protected.
Description
Technical field
The present invention relates to large-scale corral sea walls to suppress platform mask technical field, more particularly to a kind of throwing reason stone concrete shield
Face structure and its construction method.
Background technology
Reclaiming land around sea is the effective way for solving coastal cities land resource worsening shortages, is wanted to complete reclaiming land around sea task
Carry out corral sea wall construction.In large-scale embankment project, the suppression platform of some scale can be all set, to change dike at levee toe
Shear stress state at body toe prevents land upheaval caused by sandy soil plasticity extrusion at toe under levee body load action, and rises
To certain flood control wave damping effect.It is most important to the safety of corral sea wall to suppress platform, to prevent wave and water erosion from making
At unstability damaged or destroyed by flood, suppression platform will lay pavement structure and protected, and suppression platform pavement structure in the prior art is usual
Using cast-in-place concrete, the modes such as concrete or filling building block stone of layinging of markstone.But there are of high cost, Yi Kai for cast-in-place concrete mask
It splits, difficult the defects of repairing；Stone Standard Value of the concrete facing structure of layinging of markstone for filling is small and miscellaneous, and amount of landfill is smaller, and can only
It is filled out using artificial remove, construction speed is slow, and cost is higher；It is high to building stones quality used and shape need to fill building block stone pavement structure,
Required building block monomer volume is big, and big scale of construction quality is high and bulky piece of stone building stones apparent availability is few, higher operating costs.
Therefore, it is very to research and develop a kind of stable structure and throwing reason stone concrete facing structure at low cost and its construction method
It is necessary to.
Invention content
The technical problem to be solved in the present invention is to provide a kind of stable structure and throwing reason stone concrete facing knots at low cost
Structure and its construction method.
In order to solve the above technical problems, the technical scheme is that：A kind of throwing reason stone concrete facing structure, innovation
Point is：It is in the perfusion unit of matrix arrangement including several, longitudinal point is equipped between the two neighboring laterally perfusion unit
Seam, the two neighboring longitudinal direction are equipped with lateral parting between unit is perfused, and the longitudinal direction parting is vertically arranged with transverse direction parting, and
Longitudinal parting and filled polyethylene plate in lateral parting；
Each perfusion unit includes several small size bulk rubbles, and there are seams between the adjacent two small sizes bulk rubble
Gap, and pea gravel concreten is perfused in the gap.
Further, the polyethylene board uses high density low ratio foamed polyethylene board.
Further, there are the gaps of >=5cm between the adjacent two small sizes bulk rubble.
Further, the perfusion thickness of the pea gravel concreten is less than small size bulk rubble thickness.
Further, the small size bulk rubble rises out pea gravel concreten face≤20cm.
Further, small size bulk rubble content is 40%~50% in each perfusion unit.
Further, the small size bulk rubble horizontal direction or it is oblique randomly place, and each small size bulk hair
Shi Chong is not less than 25kg, and middle thickness is not less than 15cm.
Further, the pea gravel concreten uses C25 pea gravel concretens.
A kind of construction method of above-mentioned throwing reason stone concrete facing structure, innovative point are：The throwing reason stone coagulation
Native pavement structure is used for large-scale corral sea wall and suppresses platform, is as follows：
（1）Build side slope：Whole slope is carried out to the elongated mud filling tube bag in corral sea wall suppression flat roof area, and utilizes packed rubble
In off-lying sea side, the elongated mud filling tube bag edge of bottom builds to form side slope, and the height of elongated mud filling tube bag and side slope ratio is 1:3；
（2）Spread composite earthwork cloth：It is laid with one layer of composite earthwork cloth on elongated mud filling tube bag, is then laid in geotextiles packed
Rubble tamps levelling；
（3）Draw seam：Parting longitudinally is set every 5m on tamping levelling packed rubble, laterally carries out parting every 6m, it is longitudinal
Parting and lateral parting will ensure linear straight, and lateral parting should be aligned with the generous foot parting of rib body outside corral sea wall, finally be existed
Wooden template is set at parting；
（4）Jackstone：The rubble that will be cleaned up, using based on digging machine, it is artificial supplemented by by the way of carry out throwing reason, throw after reason between rubble
There are the gap not less than 5cm, adjacent rubble face height difference is no more than 10cm；
（5）Pour into a mould pea gravel concreten：Pea gravel concreten is irrigated between gap between rubble, after concreting, tide
Next preceding half an hour waterborne applies accelerator and is protected with plastic film, geotextiles covering protection, upper broken stone packet and block stone, with moisture-proof
Wave washes away；
（6）It vibrates：Vibrating spear is inserted perpendicularly into pea gravel concreten, and inserts pull out slowly soon, is twitched up and down, and internal vibration stick vibrates
Sequence is first outside and then inside since at nearly wooden template, and mobile spacing should not exceed 1.5 times of vibrating spear operating radius, vibrating spear
Distance to wooden template should not exceed the 1/2 of vibrating spear effective radius, and avoid collision wooden template as possible；
（7）Form removal：By wooden form removable, longitudinal parting and lateral parting are then filled out using polyethylene board；
（8）It builds high：Fill block stone throwing is to certain altitude on the outside of suppression platform, and building stones are into after point, according to surveying and locating point, time of low water
Artificial bank land reason is built.
The advantage of the invention is that：
（1）The present invention throws reason stone concrete facing structure, and rubble is spread in a single layer, and block stone thickness requirement is not less than 15cm, permits
Perhaps there is the phenomenon that higher than within platform concrete surface 20cm, due to using the more small dimension block stone of market stock, base
Originally manually building stones need not be built by laying bricks or stones, labor intensive relatively fills building block stone and reduces significantly, and the duration is also reduced significantly, in turn
It is at low cost, and the pavement structure of the structure is more stablized, and the stabilization and safety of corral sea wall can be protected；
（2）The present invention throws the construction method of reason stone concrete facing structure, is thrown using machinery based on managing, human assistance arranges, is thin
The defencive function of pavement structure of stone concrete perfusion, structural strength, consolidation characteristics, reach the time required to regulation consolidation strength with
Traditional pavement structure is almost the same, therefore can substitute traditional pavement structure of corral sea wall suppression platform completely, protects corral sea wall
Stabilization and safety；In addition, the block stone specification for throwing reason stone technique is small compared with the block stone for filling building block lapicide's skill, and market
Quantity in stock is big, cheap, can save about 20% surface protection cost.
Description of the drawings
The present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments.
Fig. 1 is the floor map that the present invention throws reason stone concrete facing structure.
Fig. 2 and Fig. 3 is the concrete structure schematic diagram that unit is perfused in Fig. 1.
Fig. 4 is that embodiment large size corral sea wall suppresses platform throwing reason stone concrete facing structural schematic diagram.
Specific implementation mode
The following examples can make professional and technical personnel that the present invention be more fully understood, but therefore not send out this
It is bright to be limited among the embodiment described range.
Embodiment 1
The present embodiment throws reason stone concrete facing structure, as shown in Figure 1, including several in the perfusion unit 3 of matrix arrangement, phase
Longitudinal parting 9 is equipped between the lateral perfusion unit 3 of neighbour two, two neighboring longitudinal direction is equipped with lateral parting 8 between unit 3 is perfused,
Longitudinal parting 9 is vertically arranged with lateral parting 8, and longitudinal parting 9 and filling high density degree low ratio foamed polyethylene in lateral parting 8
Plate.
As shown in figures 2 and 3, respectively perfusion unit 3 include several horizontal directions or it is oblique randomly place into small size bulk
Rubble 1, and each small size bulk rubble 1 is not less than 25kg again, middle thickness is not less than 15cm；Adjacent two small sizes bulk rubble 1
Between there are the gaps of >=5cm, and C25 pea gravel concretens 2 are perfused in gap, and the perfusion thickness of C25 pea gravel concretens 2 is less than
1 thickness of small size bulk rubble, small size bulk rubble 1 rise out 2 faces of C25 pea gravel concretens≤20cm；In each perfusion unit 3
1 content of small size bulk rubble is 40%~50%.
Embodiment 2
The present embodiment throws reason stone concrete facing structure with embodiment 1 and is used for the construction method that large-scale corral sea wall suppresses platform,
As shown in figure 4, being as follows：
（1）Build side slope：Elongated mud filling tube bag in 5 range of platform is suppressed to corral sea wall 4 and carries out whole slope, and is utilized packed broken
Stone 6 is built to form side slope in the elongated mud filling tube bag edge of off-lying sea side bottom, and the height of elongated mud filling tube bag and side slope ratio is
1:3；
（2）Spread composite earthwork cloth：One layer of 380g/m is laid on elongated mud filling tube bag2Composite earthwork cloth, then in geotextiles
The thick packed rubbles of laying 200mm tamp levelling；
（3）Draw seam：Parting longitudinally is set every 5m on tamping levelling packed rubble, laterally carries out parting every 6m, it is longitudinal
Parting and lateral parting will ensure linear straight, and lateral parting should be aligned with the generous foot parting of rib body outside corral sea wall, finally be existed
Wooden template is set at parting；Template is processed into typified form by design drawing, and template strictly carries out certainly its flatness before
It looks into, meeting the requirements can use, and place under repair in time after each use of template, ensure that template has enough light when next time uses
Cleanliness and indeformable；
（4）Jackstone：The rubble 1 that will be cleaned up, using based on digging machine, it is artificial supplemented by by the way of carry out throwing reason, throw rubble after reason
Between there are the gap not less than 5cm, 1 face height difference of adjacent rubble is no more than 10cm；The control of 1 dosage of whole rubble 40%~50%,
Slabstone in parting area is not more than the 10% of block stone dosage；
（5）Pour into a mould pea gravel concreten：It checks template and its holder, support, removes sawdust, galvanized wire broken end, iron nail, mud in template
Soil measures construction layout, it is ensured that plane and elevation location it is correct；Then it is filled between the gap between rubble 1
Note C25 pea gravel concretens 2, after C25 pea gravel concretens 2 pour, before coming on tidewater half an hour apply accelerator and with plastic film, soil
Work cloth covering protection, upper broken stone packet and the protection of block stone, wash away to prevent wave；
（6）It vibrates：Vibrating spear is inserted perpendicularly into C25 pea gravel concretens 2, and inserts pull out slowly soon, is twitched up and down, internal vibration stick
Sequence of vibrating is first outside and then inside since at nearly wooden template, and mobile spacing should not exceed 1.5 times of vibrating spear operating radius, shake
The distance of tamper to wooden template should not exceed the 1/2 of vibrating spear effective radius, and avoid collision wooden template as possible；It vibrates
Afterwards, for 2 thickness control of C25 pea gravel concretens in 35cm, there is not minus deviation in+5cm in perfusion deviation control, and controls the top of rubble 1
It is higher by 2 face of C25 pea gravel concretens and is not more than 20cm, 1 middle-range of rubble for exposing 2 face of C25 pea gravel concretens is not more than 1m；
（7）Form removal：By wooden form removable, longitudinal parting 9 and lateral parting 8 are then filled out using polyethylene board 10；
（8）It builds high：In suppression 5 outside fill block stone throwing of platform to certain altitude, building stones are into after point, according to surveying and locating point, low tide
When artificial bank land reason build；When reason is built, block stone is face-down greatly, and fissure of displacement reason is built, and masonry is closely knit, is consolidated, no stone riprap bond, and surface is flat
It is whole；Block stone upper and lower surface is substantially flat, and wedge angle featheredge needs to modify, and big-and-middle finger stone collocation is reasonable.
The basic principles and main features and advantages of the present invention of the present invention have been shown and described above.The skill of the industry
Art personnel it should be appreciated that the present invention is not limited to the above embodiments, the above embodiments and description only describe
The principle of the present invention, without departing from the spirit and scope of the present invention, various changes and improvements may be made to the invention, these
Changes and improvements all fall within the protetion scope of the claimed invention.The claimed scope of the invention by appended claims and
Its equivalent thereof.
Claims (9)
1. a kind of throwing reason stone concrete facing structure, it is characterised in that：It is in the perfusion unit of matrix arrangement including several, it is described
It is equipped with longitudinal direction parting between two neighboring laterally perfusion unit, is equipped between two neighboring longitudinal perfusion unit and laterally divides
Seam, the longitudinal direction parting are vertically arranged with lateral parting, and longitudinal parting and filled polyethylene plate in lateral parting；
Each perfusion unit includes several small size bulk rubbles, and there are seams between the adjacent two small sizes bulk rubble
Gap, and pea gravel concreten is perfused in the gap.
2. throwing reason stone concrete facing structure according to claim 1, it is characterised in that：The polyethylene board is using highly dense
Spend low ratio foamed polyethylene board.
3. throwing reason stone concrete facing structure according to claim 1, it is characterised in that：Adjacent two small size is blocky
There are the gaps of >=5cm between rubble.
4. throwing reason stone concrete facing structure according to claim 1, it is characterised in that：The perfusion of the pea gravel concreten
Thickness is less than small size bulk rubble thickness.
5. throwing reason stone concrete facing structure according to claim 4, it is characterised in that：The small size bulk rubble top
It is higher by pea gravel concreten face≤20cm.
6. throwing reason stone concrete facing structure according to claim 1, it is characterised in that：Corpusculum in each perfusion unit
Product bulk rubble content is 40%~50%.
7. throwing reason stone concrete facing structure according to claim 1, it is characterised in that：The small size bulk rubble water
Put down to or it is oblique randomly place, and each small size bulk rubble again be not less than 25kg, middle thickness be not less than 15cm.
8. throwing reason stone concrete facing structure according to claim 1, it is characterised in that：The pea gravel concreten uses
C25 pea gravel concretens.
9. a kind of construction method described in claim 1 for throwing reason stone concrete facing structure, it is characterised in that：The throwing reason stone
Concrete facing structure is used for large-scale corral sea wall and suppresses platform, is as follows：
（1）Build side slope：Whole slope is carried out to the elongated mud filling tube bag in corral sea wall suppression flat roof area, and utilizes packed rubble
In off-lying sea side, the elongated mud filling tube bag edge of bottom builds to form side slope, and the height of elongated mud filling tube bag and side slope ratio is 1:3；
（2）Spread composite earthwork cloth：It is laid with one layer of composite earthwork cloth on elongated mud filling tube bag, is then laid in geotextiles packed
Rubble tamps levelling；
（3）Draw seam：Parting longitudinally is set every 5m on tamping levelling packed rubble, laterally carries out parting every 6m, it is longitudinal
Parting and lateral parting will ensure linear straight, and lateral parting should be aligned with the generous foot parting of rib body outside corral sea wall, finally be existed
Wooden template is set at parting；
（4）Jackstone：The rubble that will be cleaned up, using based on digging machine, it is artificial supplemented by by the way of carry out throwing reason, throw after reason between rubble
There are the gap not less than 5cm, adjacent rubble face height difference is no more than 10cm；
（5）Pour into a mould pea gravel concreten：Pea gravel concreten is irrigated between gap between rubble, after concreting, tide
Next preceding half an hour waterborne applies accelerator and is protected with plastic film, geotextiles covering protection, upper broken stone packet and block stone, with moisture-proof
Wave washes away；
（6）It vibrates：Vibrating spear is inserted perpendicularly into pea gravel concreten, and inserts pull out slowly soon, is twitched up and down, and internal vibration stick vibrates
Sequence is first outside and then inside since at nearly wooden template, and mobile spacing should not exceed 1.5 times of vibrating spear operating radius, vibrating spear
Distance to wooden template should not exceed the 1/2 of vibrating spear effective radius, and avoid collision wooden template as possible；
（7）Form removal：By wooden form removable, longitudinal parting and lateral parting are then filled out using polyethylene board；
（8）It builds high：Fill block stone throwing is to certain altitude on the outside of suppression platform, and building stones are into after point, according to surveying and locating point, time of low water
Artificial bank land reason is built.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810587141.6A CN108517838A (en) | 2018-06-08 | 2018-06-08 | A kind of throwing reason stone concrete facing structure and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810587141.6A CN108517838A (en) | 2018-06-08 | 2018-06-08 | A kind of throwing reason stone concrete facing structure and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108517838A true CN108517838A (en) | 2018-09-11 |
Family
ID=63428250
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810587141.6A Pending CN108517838A (en) | 2018-06-08 | 2018-06-08 | A kind of throwing reason stone concrete facing structure and its construction method |
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| Country | Link |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577149A (en) * | 2018-12-03 | 2019-04-05 | 周峻宇 | A kind of kerbstone Paving Techniques and paver |
| CN109989410A (en) * | 2019-03-25 | 2019-07-09 | 北京好运达智创科技有限公司 | A kind of side slope block slabstone masonry positioning mold and building method |
| CN110053129A (en) * | 2019-05-24 | 2019-07-26 | 中水北方勘测设计研究有限责任公司 | Stone transporting for rapid concrete construction of layinging of markstone is vibrated combination construction utensil |
| CN110670755A (en) * | 2019-09-30 | 2020-01-10 | 深圳龙源精造建设集团有限公司 | Assembly type indoor dry-hanging wall brick system and construction method thereof |
| CN113430989A (en) * | 2021-07-29 | 2021-09-24 | 中交水利水电建设有限公司 | Lifting construction method for sea pond |
| CN114457857A (en) * | 2022-02-10 | 2022-05-10 | 中国长江三峡集团有限公司 | Gridding cemented riprap anti-scouring structure |
| CN115404842A (en) * | 2022-09-30 | 2022-11-29 | 中国电建集团河北工程有限公司 | Method for treating rubble concrete foundation under desert geology |
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| CN204455992U (en) * | 2015-01-09 | 2015-07-08 | 上海市水利工程设计研究院有限公司 | A kind of piecemeal fills with building block stone mask |
| CN105064275A (en) * | 2015-07-14 | 2015-11-18 | 上海市水利工程集团有限公司 | Construction method for geogrid concrete structure replacing filled block stone or grouted block stone |
| CN106638627A (en) * | 2016-11-17 | 2017-05-10 | 浙江水利水电学院 | Stone laying face protection structure of half pouring concrete |
| CN208777259U (en) * | 2018-06-08 | 2019-04-23 | 长江南京航道工程局 | A kind of throwing fibrous gypsum concrete facing structure |
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| JP2002180438A (en) * | 2000-12-11 | 2002-06-26 | Kankyo Kogaku Kk | Precast concrete armour units, revetment structure, and method of manufacturing precast concrete armour units |
| CN204455992U (en) * | 2015-01-09 | 2015-07-08 | 上海市水利工程设计研究院有限公司 | A kind of piecemeal fills with building block stone mask |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577149A (en) * | 2018-12-03 | 2019-04-05 | 周峻宇 | A kind of kerbstone Paving Techniques and paver |
| CN109577149B (en) * | 2018-12-03 | 2021-01-26 | 滁州市宏图建设有限公司 | Curb paver |
| CN109989410A (en) * | 2019-03-25 | 2019-07-09 | 北京好运达智创科技有限公司 | A kind of side slope block slabstone masonry positioning mold and building method |
| CN109989410B (en) * | 2019-03-25 | 2021-04-02 | 北京好运达智创科技有限公司 | Positioning die for building slope rubble and building method |
| CN110053129A (en) * | 2019-05-24 | 2019-07-26 | 中水北方勘测设计研究有限责任公司 | Stone transporting for rapid concrete construction of layinging of markstone is vibrated combination construction utensil |
| CN110053129B (en) * | 2019-05-24 | 2024-05-28 | 中水北方勘测设计研究有限责任公司 | Stone conveying and vibrating combined construction tool for quick construction of stone-buried concrete |
| CN110670755A (en) * | 2019-09-30 | 2020-01-10 | 深圳龙源精造建设集团有限公司 | Assembly type indoor dry-hanging wall brick system and construction method thereof |
| CN113430989A (en) * | 2021-07-29 | 2021-09-24 | 中交水利水电建设有限公司 | Lifting construction method for sea pond |
| CN114457857A (en) * | 2022-02-10 | 2022-05-10 | 中国长江三峡集团有限公司 | Gridding cemented riprap anti-scouring structure |
| CN115404842A (en) * | 2022-09-30 | 2022-11-29 | 中国电建集团河北工程有限公司 | Method for treating rubble concrete foundation under desert geology |
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Application publication date: 20180911 |